Paver adhesive and method of laying pavers

ABSTRACT

One inch paver tiles may now be set over a concrete pad for use by vehicular traffic. The method and dry concrete mix may be used to overlay concrete driveways. The paver tiles may be laid over a dry concrete mix comprising a latex polymer, Portland cement, sand and a hydration control agent. After laying the paver tiles in a field over the concrete mix in the dry state, a border of paver tiles or other material may be laid in a wet concrete mix prior to hydrating the field paver tiles. The dry concrete mix cures after hydration to form a strong layer adhering the paver tiles to the concrete pad for use by vehicular traffic.

FIELD OF THE INVENTION

A method is disclosed for laying paver tiles over a solid concrete padwithout subsequent cracking of the paver tiles under vehicular traffic.Paver tiles installed over a solid concrete pad according to the methodwith a layer of the concrete mix between the paver tiles and theconcrete pad can withstand vehicular traffic without significantcracking, releasing or otherwise degrading. The method comprisesspreading the concrete mix in the dry state, laying the pavers down ontop of the concrete mix in the dry state, then hydrating the concretemix by spraying water on the paver concrete field to create the bondbetween the paver tiles and the concrete pad.

BACKGROUND

A concrete or cement (hereinafter “concrete”) driveway, parking area, orparking lot will typically last a 20 to 30 years with minimalmaintenance. However, certain conditions may shorten the lifespan of theconcrete driveway and result in unsightly cracking, discoloration,settlement or scaling. The typical causes of concrete driveway distressinclude an improperly compacted subgrade, the use of an inadequateconcrete mix, exposure to severe weather conditions, or bad placementprocedures.

Many homeowners may wish to replace their old concrete driveway with abrick or paver brick driveway. Conventionally, this process comprisesbreaking and digging up the existing concrete driveway and its base. Theold concrete and base material must then be trucked off and disposed of.

The base material, typically a limestone gravel, is then replaced andcompacted. The base material must then be covered with a layer of sand.The sand layer is then compacted and leveled as a layer to support thepaver bricks. The paver bricks are then laid on top of the leveled sandlayer. The edges must be supported to prevent movement of the paverbricks. The edges may be supported by a concrete edge, paver bricks setin concrete, or a metal or plastic fixed edge. More detailed descriptionof the process is described by the interlocking Concrete Pavementinstitute athttps://www.icpi.org/paving-systems/concrete-pavers/installation. Thepaver bricks are thicker and more expensive than paver tiles. Thisprocess to convert a concrete driveway to a paver brick driveway isexpensive, disruptive to existing landscaping, and time consuming

There is no conventional method of reliably installing three quarterinch to one and half inch concrete pavers (hereinafter “paver tiles”)over a concrete driveway for use by vehicular traffic. Conventionalwisdom states that paver tiles are not made for vehicular applicationsin any situation and that paver tiles aren't even designed to set incement or mortar over existing concrete applications.

The International Concrete Paver Institute (hereinafter “ICPI”) thatgoverns, qualifies, and mandates all specifications for use of pavertiles. The ICPI does not acknowledge driveway overlays with paver tilesand ICPI certified installers should not install paver tiles overconcrete pads.

Paver tiles were developed for pedestrian use only, not vehicular. Thesepaver tiles are an approved product to remodel pool decks, backyardpatios, walkways and courtyards. But according to conventional wisdom inthe art, paver tiles should never be considered for an overlay in adriveway or vehicular application. Using existing methods, eventuallythe paver tiles would crack and break apart from the weight of thevehicle and all of the twisting and turning of the tires. Using currentmethods, paver tiles carry no guarantee when used on concrete forvehicular use.

There exists a need for a method of laying paver tiles over a concretepad such that the concrete tiles won't crack or crumble under vehicularuse. There is also a need for a concrete mix for securely adhering thepaver tiles to the concrete pad.

SUMMARY

A method for installing paver tiles over a concrete pad for use withvehicular traffic has been developed. An embodiment of the methodcomprises laying paver tiles over a solid concrete pad by spreading adry concrete mix over the solid concrete pad in an area to be coveredwith a plurality of paver tiles. An embodiment of the dry concrete mixmay comprise cement, silica sand, alumina silicate, and a dry latexpolymer powder, such as, poly(ethylene-vinyl acetate). The dry concretemix is spread out over the concrete pad without mixing with water priorto spreading. This is different than conventional tile setting withmortar or a wet cement. Therefore, the dry concrete mix does not includeany liquid water as it is spread over the concrete or asphalt pad(“concrete pad”).

The method for installing paver tiles over a concrete pad furthercomprises laying the plurality of paver tiles on the dry concrete mix.The paver tiles are laid directly on top of the dry concrete mix priorto adding water to the concrete mix in any desired pattern. However, tocreate a solid edge to the paver field, paver tiles are fixed along aborder of the concrete pad. In one embodiment of the method, fixing theborder of the paver field comprises cutting a key groove adjacent to anoutside edge of the solid concrete pad, spreading a wet cement or mortarover and into the key groove to provide a raised border on the concretepad and setting paver tiles into the wet cement or mortar. The methodfurther comprises applying water over the paver tiles after they arelaid on the dry concrete mix. The water should be applied sufficientlyto wet the dry cement mix between the paver tiles and the concrete pad.The wetted dry cement mix will typically require at least 24 hours tocure and fixedly attach the paver tiles to the concrete pad.

An embodiment of the dry concrete mix comprises portland cement, silicasand, alumina silicate, and poly(ethylene-vinyl acetate). Thecombination of components provides ease of use and sufficient adherencebetween the concrete pad and the paver tiles to prevent cracking of thetiles under vehicular use. The dry cement mix may be more convenientlyspread than a wet mortar.

In a more specific embodiment, the dry concrete mix comprises portlandcement in a concentration range from 30 wt. % to 60 wt. %, silica sand,perlite (alumina silicate) in a concentration range from 1 wt. % to 6wt. %, and a dry, redispersible latex polymer powder, such aspoly(ethylene-vinyl acetate) in a concentration range from 1 wt. % to 30wt. %. In one embodiment, the dry concrete mix consists essentially ofportland cement in a concentration range from 30 wt. % to 60 wt. %,silica sand in a concentration range from 25 wt. % to 60 wt. %, perlite(alumina silicate) in a concentration range from 1 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) or a dry, redispersible latex polymerpowders in a concentration range from 1 wt. % to 30 wt. %.

In a more specific embodiment, the dry concrete mix comprises portlandcement in a concentration range from 40 wt. % to 60 wt. %, silica sand,perlite (alumina silicate) in a concentration range from 0.5 wt. % to 3wt. %, and a dry, redispersible latex polymer powder, such aspoly(ethylene-vinyl acetate), in a concentration range from 0.5 wt. % to3 wt. %. For certain applications, the dry concrete mix consistsessentially of portland cement in a concentration range from 40 wt. % to60 wt. %, silica sand in a concentration range from 40 wt. % to 60 wt.%, perlite (alumina silicate) in a concentration range from 0.5 wt. % to3 wt. %, and dry, redispersible latex polymer powders such aspoly(ethylene-vinyl acetate) in a concentration range from 0.5 wt. % to1.0 wt. %. Such embodiments have been tested for in drivewayinstallations for several years.

In a further embodiment, for example for use in colder climates, the dryconcrete mix comprises portland cement in a concentration range from 30wt. % to 60 wt. %, silica sand, perlite (alumina silicate) in aconcentration range from 0.5 wt. % to 3 wt. %, and dry, latex polymerpowders such as, but not limited to, poly(ethylene-vinyl acetate) in aconcentration range from 5 wt. % to 30 wt. %. In a still furtherembodiment, for example for use in colder climates, the dry concrete mixcomprises portland cement in a concentration range from 30 wt. % to 60wt. %, silica sand, perlite (alumina silicate) in a concentration rangefrom 0.5 wt. % to 3 wt. %, and dry, latex polymer powders such as, butnot limited to, poly(ethylene-vinyl acetate) in a concentration rangefrom 20 wt. % to 30 wt. %. For certain applications, the dry concretemix consists essentially of portland cement in a concentration rangefrom 40 wt. % to 60 wt. %, silica sand in a concentration range from 25wt. % to 50 wt. %, perlite (alumina silicate) in a concentration rangefrom 4 wt. % to 6 wt. %, and poly(ethylene-vinyl acetate) in aconcentration range from 10 wt. % to 19 wt. %. In still anotherembodiment, the dry concrete mix consists essentially of portland cementin a concentration range from 35 wt. % to 45 wt. %, silica sand in aconcentration range from 30 wt. % to 40 wt. %, perlite (aluminasilicate) in a concentration range from 4 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) in a concentration range from 15 wt. % to25 wt. %.

The terminology used herein is for the purpose of describing particularembodiments only, and is not intended to be limiting of the invention.As used herein, the term “and/or” includes any and all combinations ofone or more of the associated listed items. As used herein, the singularforms “a,” “an,” and “the” are intended to include the plural forms aswell as the singular forms, unless the context clearly indicatesotherwise. It will be further understood that the terms “comprises”and/or “comprising,” when used in this specification, specify thepresence of stated features, steps, operations, elements, and/orcomponents, but do not preclude the presence or addition of one or moreother features, steps, operations, elements, components, and/or groupsthereof.

Unless otherwise defined, all terms (including technical and scientificterms) used herein have the same meaning as commonly understood by onehaving ordinary skill in the art to which this invention belongs. Itwill be further understood that terms, such as those defined in commonlyused dictionaries, should be interpreted as having a meaning that isconsistent with their meaning in the context of the relevant art and thepresent disclosure and will not be interpreted in an idealized or overlyformal sense unless expressly so defined herein. In describing theinvention, it will be understood that a number of components, parts,techniques and steps are disclosed. Each of these has individual benefitand each can also be used in conjunction with one or more, or in somecases, all of the other disclosed techniques. Accordingly, for the sakeof clarity, this description will refrain from repeating every possiblecombination of the individual steps in an unnecessary fashion.Nevertheless, the specification and claims should be read with theunderstanding that such combinations are entirely within the scope ofthe invention and the claims.

BRIEF DESCRIPTION OF THE FIGURE

FIG. 1 shows a paver tile used in an embodiment of the method, whereinthe paver tile comprises a bottom surface defining grooves.

DESCRIPTION

Prior to the invention described herein, there was no acceptable methodof installing paver tiles over a concrete pad for use by vehiculartraffic. Previous methods including providing a layer of sand betweenthe concrete pad and the paver tiles or laying the paver tiles in a wetmortar were deemed unacceptable by the ICPI. Inevitably, paver tilesinstalled by these methods would experience significant breakage whenexperiencing vehicular traffic such as cars and personal trucks orcommercial trucks such as, but not limited to, garbage trucks, deliveryvans, moving trucks or dump truck, for example.

An embodiment of the method includes the following steps:

Step 1: Optionally, clean the concrete pad, such as by power washing thesurface of the concrete pad to be covered with the paver tiles to removedirt from the area to be covered, leaving a clean surface. It ispreferable to wait for surface to substantially dry before moving to thenext step.

Step 2: Spread a layer of dry concrete mix over a concrete pad, thelayer may be between approximately ¼″ to ½″ in thickness (depth). (Thedry concrete mix should be spread out evenly over the concrete to reduceany voids between the paver tiles and concrete pad.)

For uneven surfaces or dips in the surface of the concrete pad, considerincreasing the recommended thickness (depth) in these areas to provide alevel surface. Any significant area should be a maximum of 1½ inthickness (depth) in order to float or level out the surface.

Cover any existing expansion joints or cracks. Small cracks, up to ¾″may be covered with dry concrete mix. If the concrete pad is damaged toa greater extent than that, the damaged concrete may be cut out to fulldepth and repaired. The cut out section should be refilled with concreteusing rebar to provide the desired strength in the repair of full-depthrepairs.

Step 3: Lay the paver tiles over the dry concrete mix in the dry state.If appropriate, lay paver tiles square to abut any structure borderingthe concrete pad (house, building, retaining wall, for example), orcreate a right angle (or an appropriate angle necessary for the desiredorientation of the pattern) to start laying the field of paver tilesaccording to selected pattern. A border having a width equal to thewidth of one or less than one full paver from each edge making room forthe border course of paver tiles.

Step 4: After the field paver tiles have been placed, cut paver tiles tofit in the border to set as a border around the field tiles.

Step 5: Optionally, cut a groove in the existing concrete pad at borderto enhance border paver bond strength. In some embodiments, this stepmay comprise cutting two substantially parallel grooves at the border ofthe concrete pad.

Step 6: Mix latex modifier with the dry concrete mix to create a mortarbed on which to lay the border paver tiles. Spread the wet mortar in theborder area to create a raised border around the dry concrete mix underthe field tiles. Set the border paver tiles in the wet mortar to form aborder. Border paver tiles should not overhang/protrude past the edge ofexisting concrete pad, if possible.

Step 7: Soak the entire newly installed paver tiles with water.

Step 8: After the border paver tiles have been set, spread mason sandover the paver tiles in the field and sweep in filling joints.

Step 9: After installation is complete allow 24 to 72 hours for theconcrete mix to cure and gain strength before allowing foot or vehicletraffic on the installation.

Embodiments of the dry concrete mix are a dry (packaged), no-mix,polymer-modified, portland cement-based mortar bed, designed to beplaced in a dry state and hydrated in situ after laying paver tiles overthe dry concrete mix prior to hydration. Currently, conventionalapproaches to laying paver tiles require shear mixing of the mortar withwater before placement. The shear mixing adds air to control the curingperiod thought to be necessary for a strength and developing a strongbond. Currently, the certifying bodies in this area have not approvedany method of laying paver tiles over concrete. The

The method comprising the dry concrete functions to securely adhere the1 inch paver tiles to the concrete pad to prevent breakage, in part, dueto the “superstrata” coarse of paver tiles serves as curing membrane toprevent rapid evaporation of the water in the mix. Further, the unique“edge” construction, made by laying down a wet mortar bed and a coarseof border pavers serves to “contain” the hydration water later appliedto the primary field of pavers preventing hydraulic pressure from“washing out” the dry mix the pavers are seated upon.

An embodiment of the dry concrete mix comprises portland cement, silicasand, alumina silicate, and a dry, redispersible latex polymer powders.The dry, redispersible latex polymer powders may include, but are notlimited to, poly(ethylene-vinyl acetate), poly(vinyl acetate-ethylene)(VAE, VAc/E), poly(vinyl acetate/vinyl ester of versatic acid)(VAE/VeoVa, VAM/VeoVa), poly(styrene acrylate), poly(ethylene-vinylacetate), acrylic homopolymer, acrylic copolymers, acrylic terpolymers,poly(acrylic esters), polyvinylidene chloride (PVAC),poly(styrene-butadiene), poly(styrene-butadiene) copolymers, and poly(styrene-butadiene) terpolymers, for example. Various types (chemicalfamilies) and grades of dry, redispersible latex polymer powders mayconceivably be used in the dry cement mix formulation without departingfrom the spirit of embodiments of the method and composition. Thecombination of components in the dry cement mix provides ease of use andsufficient adherence between the concrete pad and the paver tiles toprevent cracking of the tiles under vehicular use. The dry cement mixmay be more conveniently spread than a wet mortar.

An embodiment of the dry concrete mix comprises portland cement, silicasand, alumina silicate, and poly(ethylene-vinyl acetate). In oneembodiment, the dry concrete mix comprises portland cement in aconcentration range from 30 wt. % to 60 wt. %, silica sand, perlite(alumina silicate) in a concentration range from 1 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) in a concentration range from 1 wt. % to 30wt. %. In one embodiment, the dry concrete mix consists essentially ofportland cement in a concentration range from 30 wt. % to 60 wt. %,silica sand in a concentration range from 25 wt. % to 60 wt. %, perlite(alumina silicate) in a concentration range from 1 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) in a concentration range from 1 wt. % to 30wt. %.

In a more specific embodiment, the dry concrete mix comprises portlandcement in a concentration range from 40 wt. % to 60 wt. %, silica sand,perlite (alumina silicate) in a concentration range from 0.5 wt. % to 3wt. %, and poly(ethylene-vinyl acetate) in a concentration range from0.5 wt. % to 5 wt. %. For certain applications, the dry concrete mixconsists essentially of portland cement in a concentration range from 40wt. % to 60 wt. %, silica sand in a concentration range from 40 wt. % to60 wt. %, perlite (alumina silicate) in a concentration range from 0.5wt. % to 3 wt. %, and poly(ethylene-vinyl acetate) in a concentrationrange from 0.5 wt. % to 1.0 wt. %.

In a further embodiment, for example for use in colder climates, the dryconcrete mix comprises portland cement in a concentration range from 30wt. % to 60 wt. %, silica sand, perlite (alumina silicate) in aconcentration range from 0.5 wt. % to 3 wt. %, and poly(ethylene-vinylacetate) in a concentration range from 15 wt. % to 30 wt. %. For certainapplications, the dry concrete mix consists essentially of portlandcement in a concentration range from 40 wt. % to 60 wt. %, silica sandin a concentration range from 25 wt. % to 50 wt. %, perlite (aluminasilicate) in a concentration range from 4 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) in a concentration range from 15 wt. % to30 wt. %. In still another embodiment, the dry concrete mix consistsessentially of portland cement in a concentration range from 35 wt. % to45 wt. %, silica sand in a concentration range from 30 wt. % to 40 wt.%, perlite (alumina silicate) in a concentration range from 4 wt. % to 6wt. %, and poly(ethylene-vinyl acetate) in a concentration range from 15wt. % to 25 wt. %. The formulation was designed to properly cure(hydrate over time), and adhere to the substrate

Pearlite, or a substitute product for water retention, promoteswater-retention in the mortar which aids in curing. The dry,redispersible latex polymer powders also promote water-retention(curing/hydration) and adhesion between the paver tiles and the concretepad.

In some embodiments, the method comprises laying a paver tile with agrooved surface, such as, the paver tile show in FIG. 1. The groovesallow channeling of the water during the hydration process. Since thepaver tiles are laid over a dry concrete mix, the dry concrete mix mustbe hydrated under the paver tiles. The grooves allow channeling of thewater under the paver tile to provide a more complete hydration, thenthe paver tile acts as a membrane over the hydrated concrete to allow aslow, even curing to sufficient strength.

The ICPI requires at least three-year tests to certify methods ofinstalling paver tiles. The longer the installations are exposed to themultiple temperatures and weather without significant degradation, theeasier to get a method approved by the ICPI. The multiyear tests arerequired to ensure the methods are sufficient to provide a driveway thatcan stand up to vehicular traffic during all weather conditions withoutsubstantial breakage or lifting of the paver tiles or other degradationof the surface.

The inventors have conducted many experiments and paver tileinstallations to test the various compositions and methods. Afterexperimentation without addition of dry polymers, a dry, redispersiblelatex polymer powder was added to the dry concrete mix of Portlandcement and sand. The polymer was added in concentrations from 0.5% to 1%and the adherence and performance improved. However, the cure time wasreasoned to be too fast. A component to regulate water evaporation andincorporation was added.

After more than 250 test installations exposed the weather for multipleseasons, the dry concrete mix was refined to consists essentially ofportland cement in a concentration range from 40 wt. % to 60 wt. %,silica sand in a concentration range from 25 wt. % to 50 wt. %, perlite(alumina silicate) in a concentration range from 4 wt. % to 6 wt. %, andpoly(ethylene-vinyl acetate) in a concentration range from 15 wt. % to30 wt. %.

The embodiments of the described method and dry concrete mix are notlimited to the particular embodiments, components, method steps, andmaterials disclosed herein as such components, process steps, andmaterials may vary. Moreover, the terminology employed herein is usedfor the purpose of describing exemplary embodiments only, and theterminology is not intended to be limiting since the scope of thevarious embodiments of the present invention will be limited only by theappended claims and equivalents thereof.

Therefore, while embodiments of the invention are described withreference to exemplary embodiments, those skilled in the art willunderstand that variations and modifications can be effected within thescope of the invention as defined in the appended claims. Accordingly,the scope of the various embodiments of the present invention should notbe limited to the above discussed embodiments, and should only bedefined by the following claims and all equivalents.

What is claimed is:
 1. A dry concrete mix for dry setting paver tiles,the dry concrete mix comprising: portland cement; silica sand; aluminasilicate; and a dry, redispersible latex polymer powder.
 2. The dryconcrete mix of claim 1, wherein: the portland cement is in aconcentration range from approximately 30 wt. % to approximately 60 wt.%; the alumina silicate is in a concentration range from approximately 1wt. % to approximately 6 wt. %; and the dry, redispersible latex polymerpowder is in a concentration range from approximately 1 wt. % toapproximately 30 wt. %.
 3. The dry concrete mix of claim 2, wherein thedry, redispersible latex polymer powder comprises poly(ethylene-vinylacetate).
 4. The dry concrete mix of claim 2, wherein the silica sand isin a concentration range from approximately 25 wt. % to approximately 60wt. %.
 5. The dry concrete mix of claim 4, wherein the dry,redispersible latex polymer powder comprises poly(ethylene-vinylacetate).
 6. The dry concrete mix of claim 1, wherein: the portlandcement is in a concentration range from approximately 40 wt. % toapproximately 60 wt. %; the alumina silicate is in a concentration rangefrom approximately 0.5 wt. % to approximately 3 wt. %; and the dry,redispersible latex polymer powder is in a concentration range fromapproximately 0.5 wt. % to approximately 3 wt. %.
 7. The dry concretemix of claim 1, wherein: the portland cement is in a concentration rangefrom approximately 30 wt. % to approximately 60 wt. %; the aluminasilicate is in a concentration range from approximately 0.5 wt. % toapproximately 3 wt. %; and the dry, redispersible latex polymer powderis in a concentration range from approximately 5 wt. % to approximately30 wt. %.
 8. The dry concrete mix of claim 1, wherein: the portlandcement is in a concentration range from approximately 35 wt. % toapproximately 45 wt. %; the silica sand is in a concentration range fromapproximately 30 wt. % to approximately 40 wt. %; the alumina silicateis in a concentration range from approximately 4 wt. % to approximately6 wt. %; and the dry, redispersible latex polymer powder comprisespoly(ethylene-vinyl acetate) in a concentration range from approximately15 wt. % to approximately 25 wt. %.
 9. The dry concrete mix of claim 1,wherein: the portland cement is in a concentration range fromapproximately 40 wt. % to approximately 60 wt. %; the alumina silicateis in a concentration range from approximately 0.5 wt. % toapproximately 3 wt. %; and the dry, redispersible latex polymer powdercomprises poly(ethylene-vinyl acetate) in a concentration range fromapproximately 0.5 wt. % to approximately 5 wt. %.
 10. The dry concretemix of claim 1, wherein: the portland cement is in a concentration rangefrom approximately 30 wt. % to approximately 60 wt. %; the aluminasilicate is in a concentration range from approximately 0.5 wt. % toapproximately 3 wt. %; and the dry, redispersible latex polymer powderis in a concentration range from approximately 15 wt. % to approximately30 wt. %, the dry, redispersible latex polymer powder comprisingpoly(ethylene-vinyl acetate).
 11. The dry concrete mix of claim 1,wherein the portland cement comprises: Type I cement in a concentrationrange from approximately 40 wt. % to approximately 60 wt. %; and Type IIcement in a concentration range from approximately 40 wt. % toapproximately 60 wt. %.
 12. A dry concrete mix for dry setting pavertiles, the dry concrete mix comprising: cement; silica sand; aluminasilicate; and a dry, redispersible latex polymer powder.
 13. A method oflaying a plurality of paver tiles, the method comprising: spreading thedry concrete mix of claim 12 on a solid surface; laying a plurality ofpaver tiles on at least a portion of the dry concrete mix on the solidsurface; and hydrating the dry concrete mix of claim
 12. 14. The methodof claim 13, wherein prior to hydrating the dry concrete mix of claim12, water is not added to the dry concrete mix of claim
 12. 15. Themethod of claim 13 further comprising, prior to spreading the dryconcrete mix of claim 12 on the solid surface, cleaning the solidsurface.
 16. The method of claim 13 further comprising: mixing a portionof the dry concrete mix of claim 12 with a latex modifier to form a wetmortar; spreading the wet mortar along at least a portion of a perimeterof the solid surface to form a mortar bed; laying a plurality of borderpaver tiles on at least a portion of the mortar bed.
 17. The method ofclaim 16, wherein the plurality of border paver tiles comprises pavertiles of the plurality of paver tiles.